ML20148F054
| ML20148F054 | |
| Person / Time | |
|---|---|
| Site: | Crane  |
| Issue date: | 09/17/1993 |
| From: | Sovtelis R, Jason White GENERAL PUBLIC UTILITIES CORP. |
| To: | |
| Shared Package | |
| ML20148F000 | List: |
| References | |
| SQ-TI-EG-T-0001, SQ-TI-EG-T-0001A-2, SQ-TI-EG-T-1, SQ-TI-EG-T-1A-2, NUDOCS 9706040087 | |
| Download: ML20148F054 (7) | |
Text
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)5 15,97 08:20:46 i
f GPU NUCLEAR B/A No.
128108 W/O No. 95-552A-52108 l
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SEISMIC QUALIFICATION l
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REVISION O i
COMPONENT:
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EVALUATED BY:
DATE EVALUATED BY:
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> DOOUMENTS NUMBERS / STATUS SEWS I
v GMS 2 (TECHNICAL FUNCTONS DATA SURVEY)
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PHYSICAL DRAWING /ASSEWLY DRAWING VENDOR CATALOG / DATA /lNSTRUCTION MANUAL INSTALLATCN SPECIFICATCN SEtSMIC ANALYSIS / TEST REPORTS /CALCS CONCRETE OR PAD DRAWINGS, SPECS, BLDCK walls-EMBEDDED STEEL DRAWINGS ANCHORAGE DRAWING /DCTAILS/ AIDS
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- DISPOSITION NEED MORE DATA KNOWN OUTUE.R, SE!SMIC DATA ACCEPTABLE CONF 1MATION WALKDOWN ONLY ANCHORAGE CALCULATONS:
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_ PERFORM IN FIELD COMMEKTS V64-fCY
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)Sc15,-97 08:20:46 Status V N U SCREENING EVALUATION WORK SHEET (SEWS)
Sheet 1 of 2 Equip. ID No. EG-T-0001A-2 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description EDG 1A AIR START 2 RESERVOIR TANK 1A Location: Bldg. DG Floor El. 305 Room, Row / Col "A" DG BLDG NR DIESEL Manufacturer, Model, E'tc. (optional)
MORA/Jcd 64o5 t.J -
9 SHELL CAPACITY VS DEMAND Buckling capacity of shell of large, flat-bottom, vertical tank is equal to or greater than demand:
Y N U@
I ANCHOR BOLTS AND EMBEDMENT Capacity of anchor bolts and their embedments is equal N7# h to or greater than demand:
hU N/A cm W /
t CONNECTION BETWEEN ANCHOR BOLTS AND SHELL Capacity of connections between the anchor bolts and I
the tank shell is equal to or greater than the demand:
hN U N/A FLEXIBILITY OF ATTACHED PIPING f
Attached piping has adequate flexibility to accommodate motion of large, flat-bottom, vertical tank:
rh N U N/A ca+ 2 i
TANK FOUNDATION Ring-type foundation is not used to support large, flat-bottom, vertical tank:
Y N U@
ge,.9-IS E0VIPMENT SEISMICALLY ADE0VATf2
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35-15-97 08:20:46 SCREENING EVALUATION WORK SHEET (SEBS)
Sheet 2 of 2 i
Equip. ID No.
EG-T-0001A-2 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description EDG 1A AIR START 2 RESERVOIR TANK 1A COMMENTS I.
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Evaluated by:
Date: /7d'J D W
f 17-93
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AM'"" A 35e16.-97 '08:20:46 Revision 2 Corrected, 6/28/91 Sheet I of 2 Exhibit 5-1 OUTLIER SEISMIC VERIFICATION SHEET (OSYS)
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1.
OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION Equipment ID Number S-T-w-t Equipment Class
'2/
Equipment' Location: Building M
Floor Elevation IOI Room or Row / Column _ ~
Base Elevation Di Equipment Description 50G & A/t N E m /A W 2.
OUTLIER ISSUE DEFINITION a.
Identify all the screening guidelines which are not met.
(Check more than one if several guidclines could not be satisfied.)
Mechanical and Electrical Eauipment Tanks and Heat Exchancers Capacity vs. Demand Shell Buckling' -
Caveats Anchor Bolts and Embedment Anchorage v
Anchorage Connections Seismic Interaction Flexibility of Attached Piping!
Other Other 1
Cable and Conduit Raceways Essential Relays Inclusion Rules Capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, Limited Analytical Review Location Othef 1
Other l
1 Shell buckling and flexibility of attached piping only apply to large, flat-bottom, vertical tanks.
b.
Describe all the reasons for the outlier (i.e., if all the listed outlier issues were resolved, then the signatories would consider.
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this item of equipment to be verified for seismic adequacy):
l TANK fik) /HWf*ttre>T Ff AChMi GW4 ac. JLA%c fonG
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47 Tact /43*E A 35-15'-97'08:20:46 Revision 2 i
Corrected,6/28/91 Sheet 2 of 2 i
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Exhibit 5-1 (Cont'd)
OUTLIER SEISMIC VERIFICATION SHEET (OSVS)
Equipment ID Number fd-7-o00/4
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3.
PROPOSED METHOD OF OUTLIER RESOLUTION (OPTI0fML) j l
a.
Define proposed method (s) for resolving outlier.
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.i Provide inform' tion needed to implement proposed method (s) for b.
a resolving outlier (e.g., estimate' of fundamental frequency).
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CERTIFICATION:
The information on this OSYS is, to the best of our knowledge and belief, j
i correct and accurate, and resolution of the outlier issues listed on the previous page will satisfy the requirements for this item of equipment to be verified for seismic adequacy:
i Approved by: (For Equipment Classes #0 - #22, all the Seismic j
Capability Engineers on the Seismic Review Team (SRT) should sign; i
there should be at least two on the SRT. One signatory should be a licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.)
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Print or Type Name Signature Date
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Print o'r Type Name SignatbreO Date
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Print or Type Name Signature Date J
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